An effective reduction method with Caughey damping for spurious oscillations in dynamic problems

Abstract The numerical solution of dynamic problems often results spurious oscillations. In order to eliminate them, a damping effect must be included in the numerical scheme. However, the concrete shape of the damping characteristics has a great importance in the efficiency of oscillation reduction. In this article, a novel approach has been introduced with adjustable damping character. The damping effect is exerted as viscous damping according to the formulation of Caughey damping. Using the proposed method, a wide range of damping curves can be approximated with high accuracy. The newly developed method is mainly useful for contact-impact and wave propagation problems.

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Publication Details

Journal
Meccanica
Published
2025-08-12
DOI
https://doi.org/10.1007/s11012-025-02036-9
Primary Topic
Vibration and Dynamic Analysis
Type
article
Field-Weighted Citation Impact
0.00

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article

An effective reduction method with Caughey damping for spurious oscillations in dynamic problems

Dániel Serfőző, Balázs Pere
Meccanica
Vibration and Dynamic Analysis
article

An effective reduction method with Caughey damping for spurious oscillations in dynamic problems

Dániel Serfőző, Balázs Pere
article en

Abstract

Abstract The numerical solution of dynamic problems often results spurious oscillations. In order to eliminate them, a damping effect must be included in the numerical scheme. However, the concrete shape of the damping characteristics has a great importance in the efficiency of oscillation reduction. In this article, a novel approach has been introduced with adjustable damping character. The damping effect is exerted as viscous damping according to the formulation of Caughey damping. Using the proposed method, a wide range of damping curves can be approximated with high accuracy. The newly developed method is mainly useful for contact-impact and wave propagation problems.

MeccanicaVol. 60(9)
Széchenyi István University (HU)
Széchenyi István Egyetem, Nemzeti Kutatási, Fejlesztési és Innovaciós Alap
Openalex Percentile: Top 75%
Vibration and Dynamic Analysis
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